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HomeMy WebLinkAboutTRUSS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 75921 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: Lewis St/English Model: . Subdivision: . Address: Lewis St, . State: FLCity: Ft Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: June 10,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T24282996 A Date 6/10/212T24282997A16/10/213T24282998A26/10/214T24282999A36/10/215T24283000A46/10/216T24283001A56/10/217T24283002A66/10/218T24283003A76/10/219T24283004A86/10/2110T24283005A96/10/2111T24283006AA6/10/2112T24283007B6/10/2113T24283008B16/10/2114T24283009B26/10/21 No.Seal#Truss Name 15 T24283010 B3 Date 6/10/2116T24283011B46/10/2117T24283012B56/10/2118T24283013B66/10/2119T24283014B76/10/2120T24283015B86/10/2121T24283016B96/10/2122T24283017C6/10/2123T24283018C16/10/2124T24283019C26/10/2125T24283020C36/10/2126T24283021C46/10/2127T24283022C56/10/2128T24283023C66/10/21 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 75921 - 2 of 2 Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: Lewis St/English Model: . Subdivision: . Address: Lewis St, . State: FLCity: Ft Pierce No.Seal#Truss Name 29 T24283024 GR1 Date 6/10/2130T24283025GRA6/10/2131T24283026GRB6/10/2132T24283027GRC6/10/2133T24283028J16/10/2134T24283029J26/10/2135T24283030J36/10/2136T24283031J3A6/10/2137T24283032J46/10/2138T24283033J56/10/2139T24283034J5A6/10/2140T24283035J5C6/10/2141T24283036J5P6/10/2142T24283037J76/10/2143T24283038J7B6/10/2144T24283039J7C6/10/2145T24283040J7P6/10/2146T24283041JA6/10/2147T24283042KJ76/10/2148T24283043KJ86/10/2149T24283044KJB6/10/2150T24283045KJP6/10/2151T24283046MV26/10/2152T24283047MV46/10/2153T24283048MV66/10/2154T24283049MV86/10/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T24282996 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-Ql3PEV74CieV6uFekc_UiPC1MIJY2Ki6xPJNYzz8?M3 Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 7x8 MT18HS 5x8 MT18HS WB 4x8 3x10 6x8 4x4 3x4 4x10 3x4 3x8 3x4 3x4 4x8 3x4 4x10 3x4 6x10 4x6 6x8 4x8 0-2-0 0-2-0 9-0-0 8-10-0 15-3-3 6-3-3 21-4-9 6-1-7 27-6-0 6-1-7 33-7-7 6-1-7 39-8-13 6-1-7 46-0-0 6-3-3 -1-4-0 1-4-0 4-9-14 4-9-14 9-0-0 4-2-2 15-3-3 6-3-3 21-4-9 6-1-7 27-6-0 6-1-7 33-7-7 6-1-7 39-8-13 6-1-7 46-0-0 6-3-3 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-0-0], [4:0-5-4,0-2-4], [7:0-4-0,Edge], [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.97 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -1.00 0.17 0.86 (loc) 17-18 17-18 13 17-18 l/defl >999 >549 n/a >639 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 282 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E *Except* 2-20: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-19,6-19,6-17,9-17,9-14,12-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-19, 9-14, 12-14 REACTIONS. (size)13=Mechanical, 2=0-5-8 Max Horz 2=169(LC 12) Max Uplift 13=-1106(LC 12), 2=-1159(LC 12) Max Grav 13=2062(LC 1), 2=2158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4841/5020, 3-4=-4463/4816, 4-5=-5682/6097, 5-6=-5682/6097, 6-8=-6136/6462, 8-9=-6136/6462, 9-11=-2998/3159, 11-12=-2998/3159, 12-13=-1987/2002 BOT CHORD 2-21=-4775/4446, 19-21=-4498/4079, 18-19=-6784/6398, 17-18=-6784/6398, 15-17=-5287/5047, 14-15=-5287/5047 WEBS 3-21=-414/366, 4-21=-774/469, 4-19=-1859/1942, 5-19=-459/212, 6-19=-900/850, 6-18=-437/280, 6-17=-306/376, 8-17=-423/171, 9-17=-1375/1274, 9-15=-409/264, 9-14=-2396/2517, 11-14=-458/201, 12-14=-3658/3465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 9-0-0, Exterior(2R) 9-0-0 to 15-3-3, Interior(1) 15-3-3 to 45-10-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1106, 2=1159. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24282997 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-N7B9eB9KkKuDLCP1s00ynqHRN52fWEZPOjoUdsz8?M1 Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 5x8 3x6 5x6 3x6 4x6 5x6 WB3x4 3x4 4x10 4x5 5x6 3x6 5x8 MT18HS 5-9-14 5-9-14 11-0-0 5-2-2 16-11-3 5-11-3 22-8-9 5-9-7 28-6-0 5-9-7 34-3-7 5-9-7 40-0-13 5-9-7 46-0-0 5-11-3 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 16-11-3 5-11-3 22-8-9 5-9-7 28-6-0 5-9-7 34-3-7 5-9-7 40-0-13 5-9-7 46-0-0 5-11-3 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.74 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.86 0.22 0.35 (loc) 18 18-19 13 18 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-19,5-18,6-17,8-15,10-15,12-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 1 Row at midpt 12-13 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=198(LC 12) Max Uplift 13=-510(LC 12), 2=-558(LC 12) Max Grav 13=2062(LC 1), 2=2158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4722/1308, 3-4=-4129/1173, 4-5=-4805/1396, 5-6=-5148/1449, 6-8=-4852/1344, 8-9=-3898/1067, 9-10=-3898/1067, 10-12=-2310/638, 12-13=-2007/597 BOT CHORD 2-22=-1345/4299, 21-22=-1345/4299, 19-21=-1115/3753, 18-19=-1396/4805, 17-18=-1449/5148, 15-17=-1344/4852, 14-15=-638/2310 WEBS 3-21=-641/260, 4-21=-80/432, 4-19=-356/1334, 5-19=-708/256, 5-18=-95/438, 6-17=-379/135, 8-17=-49/418, 8-15=-1222/355, 9-15=-394/164, 10-15=-564/2034, 10-14=-1710/545, 12-14=-808/2931 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 11-0-0, Exterior(2R) 11-0-0 to 17-6-1, Interior(1) 17-6-1 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=510, 2=558. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24282998 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-JWJw3tAaGx9xbWYPzR3QsFMmNvkc_6_is1Hbhlz8?M? Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 5x8 3x6 3x4 6x8 4x6 5x6 3x4 3x6 5x8 MT18HS 6-9-14 6-9-14 13-0-0 6-2-2 19-8-4 6-8-4 26-2-12 6-6-8 32-9-4 6-6-8 39-3-12 6-6-8 46-0-0 6-8-4 -1-4-0 1-4-0 6-9-14 6-9-14 13-0-0 6-2-2 19-8-4 6-8-4 26-2-12 6-6-8 32-9-4 6-6-8 39-3-12 6-6-8 46-0-0 6-8-4 0-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.71 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.71 0.23 0.29 (loc) 16-17 16-17 12 16-17 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-14, 8-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)12=Mechanical, 2=0-8-0 Max Horz 2=228(LC 12) Max Uplift 12=-513(LC 12), 2=-554(LC 12) Max Grav 12=2062(LC 1), 2=2158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4673/1283, 3-4=-3924/1115, 4-5=-4298/1260, 5-6=-4288/1216, 6-8=-3581/998, 8-10=-2183/609 BOT CHORD 2-20=-1347/4245, 19-20=-1347/4245, 17-19=-1067/3549, 16-17=-1260/4298, 14-16=-1216/4288, 13-14=-998/3581, 12-13=-609/2183 WEBS 3-20=0/263, 3-19=-806/310, 4-19=-91/511, 4-17=-250/1091, 5-17=-562/198, 6-16=0/267, 6-14=-922/283, 8-14=-144/719, 8-13=-1821/519, 10-13=-287/1305, 10-12=-2816/784 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 13-0-0, Exterior(2R) 13-0-0 to 19-8-4, Interior(1) 19-8-4 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x5 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=513, 2=554. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24282999 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-FuQgUYCqoYPfqpio5s5uygS3XjO3S2H?JLmildz8?Lz Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 32 5x8 5x8 3x6 5x6 3x4 4x8 5x6 WB3x4 3x5 3x8 3x4 3x4 3x8 3x8 3x6 7x8 MT18HS 5x8 MT18HS 7-7-0 7-7-0 15-0-0 7-5-0 22-1-4 7-1-4 29-0-12 6-11-8 36-2-0 7-1-4 46-0-0 9-10-0 -1-4-0 1-4-0 7-7-0 7-7-0 15-0-0 7-5-0 22-1-4 7-1-4 29-0-12 6-11-8 36-2-0 7-1-4 40-11-4 4-9-4 46-0-0 5-0-12 0-4-16-7-12-5-146-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-4-0,0-3-0], [4:0-5-12,0-2-8], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.84 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.67 0.23 0.24 (loc) 15-17 14-15 11 15 l/defl >999 >824 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 1 Row at midpt 3-17, 7-12, 9-11 REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=146(LC 11) Max Uplift 2=-564(LC 12), 11=-503(LC 12) Max Grav 2=2440(LC 17), 11=2310(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5243/1333, 3-4=-4183/1122, 4-5=-4267/1209, 5-7=-4267/1209, 7-8=-2885/856, 8-9=-3154/892 BOT CHORD 2-18=-1251/4864, 17-18=-1252/4857, 15-17=-922/3842, 14-15=-982/3986, 12-14=-982/3986, 11-12=-623/2298 WEBS 3-18=0/317, 3-17=-1123/361, 4-17=-100/735, 4-15=-182/798, 5-15=-519/239, 7-15=-113/430, 7-14=0/339, 7-12=-1529/395, 8-12=-155/851, 9-12=-80/806, 9-11=-2935/822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 15-0-0, Exterior(2R) 15-0-0 to 21-6-1, Interior(1) 21-6-1 to 36-2-0, Exterior(2R) 36-2-0 to 42-8-1, Interior(1) 42-8-1 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 11=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283000 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-j5_2iuDTZsXWSzH_eac7Uu_JK6k1BRp8Y?WFH3z8?Ly Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 3x6 5x6 3x6 5x6 4x8 5x8 MT18HS3x5 3x4 3x5 3x8 3x5 3x5 3x5 3x8 3x5 5x10 5x8 MT18HS 4x6 5x8 WB 8-9-14 8-9-14 17-0-0 8-2-2 25-7-0 8-7-0 34-2-0 8-7-0 39-11-4 5-9-4 46-0-0 6-0-12 -1-4-0 1-4-0 6-1-3 6-1-3 11-6-10 5-5-6 17-0-0 5-5-6 22-8-11 5-8-11 28-5-5 5-8-11 34-2-0 5-8-11 39-11-4 5-9-4 46-0-0 6-0-12 0-4-17-5-12-5-147-5-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-3-0,0-2-4], [10:0-3-0,0-2-4], [13:0-3-8,Edge], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.69 0.20 0.21 (loc) 17-18 17-18 13 17-18 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 1 Row at midpt 7-18, 9-15 REACTIONS. (size)2=0-8-0, 13=Mechanical Max Horz 2=168(LC 11) Max Uplift 2=-564(LC 12), 13=-503(LC 12) Max Grav 2=2439(LC 17), 13=2311(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5261/1354, 3-5=-4957/1286, 5-6=-3886/1088, 6-7=-3556/1048, 7-9=-3686/1079, 9-10=-2872/880, 10-11=-3157/916, 11-12=-2856/777, 12-13=-2207/631 BOT CHORD 2-20=-1280/4929, 18-20=-1088/4263, 17-18=-915/3783, 15-17=-868/3530, 14-15=-661/2569 WEBS 3-20=-441/201, 5-20=-95/685, 5-18=-905/323, 6-18=-246/1135, 7-18=-502/132, 9-17=-54/545, 9-15=-1104/303, 10-15=-181/878, 11-15=-51/470, 11-14=-760/284, 12-14=-688/2669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 17-0-0, Exterior(2R) 17-0-0 to 23-6-1, Interior(1) 23-6-1 to 34-2-0, Exterior(2R) 34-2-0 to 40-8-1, Interior(1) 40-8-1 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 13=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283001 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-gT6p7aEj5TnDhHRNm_ebZJ4dHwOyfTLR?I?MLyz8?Lw Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 3x6 5x6 5x6 4x8 5x8 MT18HS3x5 3x4 3x5 3x8 3x4 3x8 3x8 3x5 3x10 5x8 MT18HS 4x6 4x6 9-9-14 9-9-14 19-0-0 9-2-2 25-7-0 6-7-0 32-2-0 6-7-0 38-11-4 6-9-4 46-0-0 7-0-12 -1-4-0 1-4-0 6-9-3 6-9-3 12-10-10 6-1-6 19-0-0 6-1-6 25-7-0 6-7-0 32-2-0 6-7-0 38-11-4 6-9-4 46-0-0 7-0-12 0-4-18-3-12-5-148-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [11:0-3-8,Edge], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.96 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.73 0.19 0.20 (loc) 16-18 16-18 11 16 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-13 REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=190(LC 11) Max Uplift 2=-564(LC 12), 11=-503(LC 12) Max Grav 2=2463(LC 17), 11=2318(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/1344, 3-5=-4925/1266, 5-6=-3661/1044, 6-7=-3337/1011, 7-8=-2831/894, 8-9=-3128/925, 9-10=-3030/820, 10-11=-2205/634 BOT CHORD 2-18=-1265/4949, 16-18=-1047/4167, 15-16=-805/3402, 13-15=-805/3402, 12-13=-698/2719 WEBS 3-18=-501/229, 5-18=-109/824, 5-16=-1049/356, 6-16=-213/1007, 7-16=-304/81, 7-15=0/336, 7-13=-913/226, 8-13=-159/828, 9-13=-62/274, 9-12=-628/268, 10-12=-710/2764 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 19-0-0, Exterior(2R) 19-0-0 to 25-7-0, Interior(1) 25-7-0 to 32-2-0, Exterior(2R) 32-2-0 to 38-11-4, Interior(1) 38-11-4 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 11=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283002 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-8ggBKwFLrnv4JR0ZKiAq6Wck6Kl?OuyaEykvuOz8?Lv Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 3x6 5x6 5x6 5x8 4x8 5x8 MT18HS 3x5 3x4 3x5 3x5 3x8 3x5 5x8 3x10 5x8 MT18HS 4x6 7-5-3 7-5-3 14-2-10 6-9-6 21-0-0 6-9-6 30-2-0 9-2-0 37-7-0 7-5-0 46-0-0 8-5-0 -1-4-0 1-4-0 7-5-3 7-5-3 14-2-10 6-9-6 21-0-0 6-9-6 25-7-0 4-7-0 30-2-0 4-7-0 37-7-0 7-5-0 46-0-0 8-5-0 0-4-19-1-12-5-149-1-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [9:0-4-0,0-3-4], [10:0-3-0,0-1-8], [11:0-3-8,Edge], [12:0-3-8,0-1-8], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.84 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.70 0.19 0.20 (loc) 13-14 13-14 11 14-16 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 271 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 1 Row at midpt 3-16, 5-14, 7-14, 7-13, 9-13 REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=212(LC 11) Max Uplift 2=-564(LC 12), 11=-503(LC 12) Max Grav 2=2458(LC 17), 11=2335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5286/1323, 3-5=-4352/1177, 5-6=-3394/1001, 6-7=-3079/975, 7-8=-2759/895, 8-9=-3062/923, 9-10=-3199/861, 10-11=-2198/640 BOT CHORD 2-17=-1241/4953, 16-17=-1241/4953, 14-16=-999/4052, 13-14=-712/3031, 12-13=-724/2864 WEBS 3-17=0/300, 3-16=-992/273, 5-16=-74/658, 5-14=-1221/380, 6-14=-201/929, 7-13=-579/182, 8-13=-182/843, 9-12=-502/240, 10-12=-710/2821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 21-0-0, Exterior(2R) 21-0-0 to 27-6-1, Interior(1) 27-6-1 to 30-2-0, Exterior(2R) 30-2-0 to 36-8-1, Interior(1) 36-8-1 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 11=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283003 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-42oxlcGbNO9oYk9yR7CIBxi4o7RgsiwthGD0yHz8?Lt Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 3x6 5x6 3x6 4x8 5x8 MT18HS 3x5 3x4 3x5 3x5 3x5 5x8 3x8 3x5 3x5 3x6 7x8 MT18HS 3x4 4x6 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 28-2-0 5-2-0 36-11-4 8-9-4 46-0-0 9-0-12 -1-4-0 1-4-0 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 28-2-0 5-2-0 34-0-3 5-10-3 39-10-5 5-10-3 46-0-0 6-1-11 0-4-19-11-12-5-149-11-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-5-12,0-2-8], [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.65 0.21 0.21 (loc) 16-17 16-17 12 16-17 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-2 oc bracing. WEBS 1 Row at midpt 3-17, 5-16, 6-15, 8-15, 10-12 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=234(LC 11) Max Uplift 2=-564(LC 12), 12=-503(LC 12) Max Grav 2=2458(LC 17), 12=2335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5232/1295, 3-5=-4202/1127, 5-6=-3116/941, 6-7=-2638/878, 7-8=-2920/909, 8-10=-3155/891 BOT CHORD 2-19=-1208/4913, 17-19=-1208/4913, 16-17=-936/3918, 15-16=-633/2888, 13-15=-696/2827, 12-13=-659/2562 WEBS 3-19=0/324, 3-17=-1094/306, 5-17=-78/763, 5-16=-1380/404, 6-16=-229/1132, 6-15=-432/109, 7-15=-182/818, 8-15=-427/186, 10-13=-21/573, 10-12=-3149/814 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 23-0-0, Exterior(2E) 23-0-0 to 28-2-0, Exterior(2R) 28-2-0 to 34-8-1, Interior(1) 34-8-1 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 12=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283004 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-YFMKyyHD8iHfAuk8?qjXk9EIwXm6bAB1wwzZUjz8?Ls Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 5x6 5x6 3x6 4x8 5x8 MT18HS3x5 3x4 5x6 3x5 3x5 3x5 3x5 3x5 3x5 3x6 7x8 MT18HS 3x4 5x6 WB 8-9-3 8-9-3 18-10-15 10-1-12 25-0-0 6-1-1 26-2-0 1-2-0 35-11-4 9-9-4 46-0-0 10-0-12 -1-4-0 1-4-0 6-8-14 6-8-14 12-6-0 5-9-2 18-10-15 6-4-15 25-0-0 6-1-1 26-2-0 1-2-0 32-8-3 6-6-3 39-2-5 6-6-3 46-0-0 6-9-11 0-4-110-9-12-5-1410-9-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,0-3-0], [6:0-3-0,0-2-4], [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.94 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.87 0.21 0.21 (loc) 17-19 17-19 12 16-17 l/defl >999 >631 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 8-15, 8-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=256(LC 11) Max Uplift 2=-564(LC 12), 12=-503(LC 12) Max Grav 2=2470(LC 17), 12=2358(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5326/1280, 3-4=-5092/1246, 4-5=-3728/1009, 5-6=-2806/864, 6-7=-2538/840, 7-8=-2833/866, 8-10=-3227/882, 11-12=-271/142 BOT CHORD 2-19=-1207/5045, 17-19=-1001/4258, 16-17=-768/3495, 15-16=-516/2616, 13-15=-654/2838, 12-13=-660/2669 WEBS 3-19=-437/210, 4-19=-138/900, 4-17=-987/307, 5-17=-146/1007, 5-16=-1439/412, 6-16=-269/851, 7-15=-193/870, 8-15=-621/234, 10-13=0/485, 10-12=-3190/796 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 25-0-0, Exterior(2E) 25-0-0 to 26-2-0, Exterior(2R) 26-2-0 to 32-8-3, Interior(1) 32-8-3 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 12=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss A9 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24283005 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-UdT4NdJUgJXNPCuW6Fl?pZJfiLQz33kKOESgZcz8?Lq Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 5x6 3x6 4x8 5x8 MT18HS3x5 3x4 5x6 3x5 3x5 3x8 3x5 3x5 3x6 7x8 MT18HS 3x4 5x8 MT18HS 9-7-15 9-7-15 19-4-3 9-8-4 25-7-0 6-2-13 36-8-6 11-1-6 46-0-0 9-3-10 -1-4-0 1-4-0 6-10-10 6-10-10 13-1-6 6-2-13 19-4-3 6-2-13 25-7-0 6-2-13 32-3-8 6-8-8 39-0-0 6-8-8 46-0-0 7-0-0 0-4-110-11-152-5-145.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -1.01 0.21 0.21 (loc) 12-14 12-14 11 15-17 l/defl >992 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14, 7-12 2 Rows at 1/3 pts 9-11 REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=262(LC 11) Max Uplift 2=-564(LC 12), 11=-503(LC 12) Max Grav 2=2474(LC 17), 11=2366(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5304/1299, 3-4=-4984/1229, 4-5=-3663/1012, 5-6=-2790/874, 6-7=-2820/878, 7-9=-3240/906, 10-11=-271/148 BOT CHORD 2-17=-1226/5033, 15-17=-993/4206, 14-15=-767/3438, 12-14=-661/2830, 11-12=-675/2735 WEBS 3-17=-499/233, 4-17=-126/888, 4-15=-1023/310, 5-15=-160/967, 5-14=-1380/408, 6-14=-442/1738, 7-14=-618/252, 9-12=0/467, 9-11=-3275/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 25-7-0, Exterior(2R) 25-7-0 to 30-2-3, Interior(1) 30-2-3 to 45-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 11=503. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss AA Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T24283006 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-yq1SbzJ6RdfE1MTjgzHELnsq_lpfoXuTcuBE52z8?Lp Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 3x6 5x6 3x6 4x5 3x6 3x5 3x4 6x8 4x5 4x5 3x5 3x8 3x5 3x5 3x5 5x6 3x4 5x6 WB 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 17-11-8 7-7-8 25-7-0 7-7-8 36-10-6 11-3-6 46-0-0 9-1-10 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 17-11-8 7-7-8 25-7-0 7-7-8 32-3-8 6-8-8 39-0-0 6-8-8 46-0-0 7-0-0 0-4-110-11-152-5-145.00 12 Plate Offsets (X,Y)-- [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.82 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.81 0.06 0.07 (loc) 13-15 13-15 12 13-15 l/defl >869 >527 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 10-12 REACTIONS. (size)2=0-5-8, 18=0-8-0, 12=Mechanical Max Horz 2=262(LC 11) Max Uplift 2=-215(LC 12), 18=-760(LC 12), 12=-362(LC 12) Max Grav 2=380(LC 21), 18=2612(LC 17), 12=1808(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/331, 3-4=-331/693, 4-6=-1452/350, 6-7=-1647/516, 7-8=-1607/521, 8-10=-2333/625, 11-12=-265/147 BOT CHORD 2-19=-327/153, 18-19=-327/153, 16-18=-555/341, 15-16=-182/1338, 13-15=-366/1826, 12-13=-442/1996 WEBS 3-19=-388/198, 3-18=-604/729, 4-18=-2189/709, 4-16=-581/2028, 6-16=-747/342, 6-15=-36/302, 7-15=-157/794, 8-15=-764/298, 8-13=-56/424, 10-12=-2363/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-3, Interior(1) 3-3-3 to 25-7-0, Exterior(2R) 25-7-0 to 30-2-3, Interior(1) 30-2-3 to 45-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=215, 18=760, 12=362. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283007 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-vC9D?fLMzEvyGfd5oNJiRCx9xYZrGSTm4CgKAxz8?Ln Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 5x8 MT18HS 3x6 5x8 5x6 5x6 4x6 6x8 7x8 7x8 6x8 4x4 3x4 6x8 3x6 4x4 3x5 3x5 4x4 5x6 3x4 4x5 4x5 0-2-0 0-2-0 9-0-0 8-10-0 10-4-0 1-4-0 20-4-0 10-0-0 30-4-0 10-0-0 32-0-0 1-8-0 37-0-0 5-0-0 37-11-0 0-11-0 41-8-0 3-9-0 43-4-0 1-8-0 45-8-0 2-4-0 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 4-9-14 4-9-14 9-0-0 4-2-2 16-1-5 7-1-5 23-2-11 7-1-5 30-4-0 7-1-5 32-0-0 1-8-0 37-0-0 5-0-0 37-11-0 0-11-0 41-8-0 3-9-0 43-1-0 1-5-0 45-8-0 2-7-0 46-9-10 1-1-10 51-2-0 4-4-6 52-6-0 1-4-0 0-4-13-8-74-1-10-4-10-10-04-1-15.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [9:0-5-12,0-2-8], [11:0-3-0,0-2-4], [16:0-4-0,0-2-0], [20:0-5-4,0-3-8], [23:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.52 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.34 0.05 0.12 (loc) 19 20-21 15 24-26 l/defl >999 >999 n/a >994 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 303 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 5-23 REACTIONS. (size)23=0-8-0, 15=0-8-0, 2=0-5-8, 13=0-5-8 Max Horz 2=117(LC 11) Max Uplift 23=-838(LC 12), 15=-697(LC 12), 2=-388(LC 22), 13=-606(LC 21) Max Grav 23=2847(LC 1), 15=2664(LC 22), 13=5(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-177/1509, 3-4=-329/1739, 4-5=-662/1976, 5-6=-1313/321, 6-8=-2238/714, 8-9=-2564/781, 9-10=-1901/648, 11-12=-106/570, 12-13=-605/2250 BOT CHORD 2-24=-1361/221, 23-24=-1544/422, 21-23=0/316, 20-21=-339/1845, 19-20=-559/2420, 18-19=-414/1762, 17-18=-418/1701, 16-17=-481/254, 15-16=-2017/654, 13-15=-2017/654 WEBS 3-24=-433/418, 4-24=-966/237, 4-23=-1279/1335, 5-23=-2638/826, 5-21=-333/1344, 6-21=-880/377, 6-20=-226/467, 8-20=-1099/379, 8-19=-153/692, 9-19=-213/973, 10-18=-2/327, 10-17=-1886/623, 11-17=-271/1074, 11-16=-1391/412, 12-16=-539/2099, 12-15=-2370/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 9-0-0, Exterior(2R) 9-0-0 to 14-1-6, Interior(1) 14-1-6 to 37-0-0, Exterior(2E) 37-0-0 to 37-11-0, Interior(1) 37-11-0 to 43-1-0, Exterior(2R) 43-1-0 to 48-2-6, Interior(1) 48-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=838, 15=697, 2=388, 13=606. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B1 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283008 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-rbHzQLNcVsAfWznUvoLAWd1XmMEOkKL3XW9REpz8?Ll Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 7x10 MT18HS 3x6 5x8 5x6 5x8 4x6 6x8 3x4 5x10 3x4 3x4 3x8 4x8 4x4 4x5 4x5 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 5-9-14 5-7-14 10-0-0 4-2-2 11-0-0 1-0-0 19-0-9 8-0-9 26-11-7 7-10-13 35-0-0 8-0-9 35-11-0 0-11-0 41-1-0 5-2-0 45-8-0 4-7-0 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 19-0-9 8-0-9 26-11-7 7-10-13 35-0-0 8-0-9 35-11-0 0-11-0 41-1-0 5-2-0 45-9-10 4-8-10 51-2-0 5-4-6 52-6-0 1-4-0 0-4-14-6-74-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-7-0,0-2-4], [8:0-4-0,0-1-13], [10:0-5-12,0-2-8], [23:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.58 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.24 0.02 (loc) 23-25 18-20 14 l/defl >439 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-21,7-21,7-18: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 7-18 REACTIONS. (size)23=0-8-0, 14=0-8-0, 2=0-5-8, 12=0-5-8 Max Horz 2=-139(LC 10) Max Uplift 23=-834(LC 12), 14=-572(LC 12), 2=-187(LC 22), 12=-192(LC 21) Max Grav 23=2716(LC 1), 14=2134(LC 22), 2=88(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-170/1067, 3-4=-461/1394, 4-5=-1108/281, 5-7=-1108/281, 7-8=-1863/650, 8-9=-1964/669, 9-10=-1842/653, 10-11=-1045/353, 11-12=-270/1056 BOT CHORD 2-23=-949/207, 21-23=-1299/628, 20-21=-415/2143, 18-20=-415/2143, 17-18=-443/1869, 15-17=-124/872, 14-15=-911/340, 12-14=-911/340 WEBS 3-23=-504/459, 4-23=-2245/697, 4-21=-674/2670, 5-21=-594/281, 7-21=-1226/526, 7-20=0/338, 7-18=-435/70, 8-18=-42/397, 9-17=-777/222, 10-17=-404/1260, 10-15=-760/299, 11-15=-521/1984, 11-14=-1933/620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 11-0-0, Exterior(2R) 11-0-0 to 16-1-6, Interior(1) 16-1-6 to 35-0-0, Exterior(2E) 35-0-0 to 35-11-0, Interior(1) 35-11-0 to 41-1-0, Exterior(2R) 41-1-0 to 46-2-6, Interior(1) 46-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=834, 14=572, 2=187, 12=192. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B2 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283009 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:35:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-JnqLehNFG9IW77MgTWsP2qZk0mZ0TpUCmAv_nGz8?Lk Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x6 3x6 5x6 5x6 5x6 4x6 6x8 3x4 3x4 4x10 3x4 3x5 4x4 4x8 4x4 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 10-4-0 10-2-0 13-0-0 2-8-0 19-8-0 6-8-0 26-4-0 6-8-0 33-11-0 7-7-0 45-8-0 11-9-0 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 6-9-14 6-9-14 10-4-0 3-6-2 13-0-0 2-8-0 19-8-0 6-8-0 26-4-0 6-8-0 33-0-0 6-8-0 33-11-0 0-11-0 39-1-0 5-2-0 45-8-0 6-7-0 51-2-0 5-6-0 52-6-0 1-4-0 0-4-15-4-75-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [9:0-3-0,0-2-4], [11:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.62 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.04 0.24 (loc) 15-17 15-17 15 22-24 l/defl >999 >999 n/a >512 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-20, 11-15, 5-22 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 13=0-5-8. (lb) - Max Horz 2=162(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 22=-805(LC 12), 15=-536(LC 12), 2=-173(LC 12), 13=-145(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 22=2835(LC 2), 15=2161(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/1019, 3-4=-424/1302, 4-5=-376/1300, 5-6=-1527/382, 6-8=-1527/382, 8-9=-2246/700, 9-10=-2464/772, 10-11=-2276/712, 11-12=-21/412, 12-13=-145/400 BOT CHORD 2-22=-917/303, 20-22=-149/265, 19-20=-437/2214, 17-19=-451/2142, 15-17=-290/1407, 13-15=-321/212 WEBS 3-22=-436/334, 5-20=-493/2075, 6-20=-496/243, 8-20=-924/409, 9-19=-33/251, 9-17=-115/596, 10-17=-1015/375, 11-17=-243/1155, 11-15=-2170/630, 12-15=-474/312, 5-22=-2300/701 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 13-0-0, Exterior(2R) 13-0-0 to 18-1-6, Interior(1) 18-1-6 to 33-0-0, Exterior(2E) 33-0-0 to 33-11-0, Interior(1) 33-11-0 to 39-1-0, Exterior(2R) 39-1-0 to 44-2-6, Interior(1) 44-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 lb uplift at joint 22, 536 lb uplift at joint 15, 173 lb uplift at joint 2 and 145 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283010 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-FAy63MPVonYENRV3axvt8Ff2KZGhxj1VDUO5r8z8?Li Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 3x6 5x8 5x6 5x6 5x8 3x6 4x6 4x4 3x4 4x5 4x5 4x10 3x4 4x8 4x4 3x5 4x4 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 10-4-0 10-2-0 15-0-0 4-8-0 23-0-0 8-0-0 31-11-0 8-11-0 37-1-0 5-2-0 45-8-0 8-7-0 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 15-0-0 4-8-0 23-0-0 8-0-0 31-0-0 8-0-0 31-11-0 0-11-0 37-1-0 5-2-0 41-4-8 4-3-8 45-8-0 4-3-8 51-2-0 5-6-0 52-6-0 1-4-0 0-4-16-2-76-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [8:0-3-0,0-2-4], [10:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.54 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.04 0.19 (loc) 19-21 19-21 16 24-26 l/defl >999 >999 n/a >643 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 8-21, 11-16 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 14=0-5-8. (lb) - Max Horz 2=184(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 24=-760(LC 12), 16=-565(LC 12), 2=-206(LC 12), 14=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 14 except 24=2661(LC 17), 16=2301(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-77/555, 3-5=-314/947, 5-6=-816/193, 6-7=-1964/609, 7-8=-1964/609, 8-9=-2348/756, 9-10=-2187/710, 10-11=-1858/573, 11-13=-125/683, 13-14=-215/699 BOT CHORD 2-24=-476/106, 22-24=-799/446, 21-22=0/700, 19-21=-416/2068, 18-19=-273/1607, 16-18=-214/1145, 14-16=-607/291 WEBS 3-24=-505/386, 5-24=-2247/643, 5-22=-445/1942, 6-22=-1077/476, 6-21=-543/1638, 7-21=-640/297, 8-19=-150/647, 9-19=-951/348, 10-19=-239/829, 10-18=-290/147, 11-18=-118/692, 11-16=-2404/659, 13-16=-358/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 15-0-0, Exterior(2R) 15-0-0 to 20-1-6, Interior(1) 20-1-6 to 31-0-0, Exterior(2E) 31-0-0 to 31-11-0, Interior(1) 31-11-0 to 37-1-0, Exterior(2R) 37-1-0 to 42-2-6, Interior(1) 42-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 24, 565 lb uplift at joint 16, 206 lb uplift at joint 2 and 128 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283011 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-CY4sT2QlJOoyckfRiMxLDgkQJNukPd0ohotCw1z8?Lg Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 3x6 5x6 5x6 5x6 5x6 3x6 4x6 6x8 3x4 4x5 4x10 6x12 4x4 3x5 4x4 3x4 4x6 4x6 3x5 4x5 4x5 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 17-0-0 6-8-0 23-0-0 6-0-0 29-0-0 6-0-0 29-11-0 0-11-0 37-9-8 7-10-8 45-8-0 7-10-8 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 17-0-0 6-8-0 23-0-0 6-0-0 29-0-0 6-0-0 29-11-0 0-11-0 35-1-0 5-2-0 40-4-8 5-3-8 45-8-0 5-3-8 51-2-0 5-6-0 52-6-0 1-4-0 0-4-17-0-77-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-3-0,0-2-4], [23:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.82 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.52 0.04 0.21 (loc) 19-21 19-21 16 23-25 l/defl >999 >821 n/a >577 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-16, 7-21 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 14=0-5-8. (lb) - Max Horz 2=207(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 23=-752(LC 12), 16=-547(LC 12), 2=-215(LC 12), 14=-146(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14 except 23=2647(LC 17), 16=2212(LC 18), 2=287(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-98/487, 3-5=-284/835, 5-6=-1265/307, 6-7=-1081/340, 7-8=-2094/702, 8-9=-2326/756, 9-10=-2171/703, 10-11=-1975/589, 11-13=-53/394, 13-14=-143/391 BOT CHORD 2-23=-430/132, 21-23=-701/424, 19-21=-281/1738, 18-19=-300/1732, 16-18=-285/1519, 14-16=-320/221 WEBS 3-23=-432/337, 5-23=-2268/692, 5-21=-497/2050, 9-19=-988/383, 11-18=-14/463, 11-16=-2401/625, 13-16=-390/219, 8-19=-152/623, 10-19=-149/680, 7-21=-1010/417, 7-19=-136/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 17-0-0, Exterior(2R) 17-0-0 to 22-1-6, Interior(1) 22-1-6 to 29-0-0, Exterior(2E) 29-0-0 to 29-11-0, Interior(1) 29-11-0 to 35-1-0, Exterior(2R) 35-1-0 to 40-4-8, Interior(1) 40-4-8 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 752 lb uplift at joint 23, 547 lb uplift at joint 16, 215 lb uplift at joint 2 and 146 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283012 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-gleEhORN4iwpEuEeG3SaluHYimGx83xxvSclSTz8?Lf Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3x6 5x6 5x8 5x6 5x6 3x6 4x6 6x8 3x4 3x4 3x5 4x8 7x8 3x4 7x14 4x5 3x4 4x5 4x5 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 19-0-0 8-8-0 27-11-0 8-11-0 33-1-0 5-2-0 39-4-8 6-3-8 45-8-0 6-3-8 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 14-8-0 4-4-0 19-0-0 4-4-0 27-0-0 8-0-0 27-11-0 0-11-0 33-1-0 5-2-0 39-4-8 6-3-8 45-8-0 6-3-8 51-2-0 5-6-0 52-6-0 1-4-0 0-4-17-10-78-3-10-4-18-3-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-5-0,0-2-4], [10:0-3-0,0-2-4], [17:0-5-12,0-4-8], [18:0-3-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.70 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.04 0.22 (loc) 17-18 17-18 16 21-23 l/defl >999 >999 n/a >555 L/d 360 240 n/a 240 PLATES MT20 Weight: 334 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 8-19, 10-17 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 14=0-5-8. (lb) - Max Horz 2=229(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 21=-752(LC 12), 16=-555(LC 12), 2=-214(LC 12), 14=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14 except 21=2667(LC 17), 16=2292(LC 18), 2=312(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-86/404, 3-4=-307/788, 4-6=-243/758, 6-7=-1389/441, 7-8=-1238/450, 8-9=-2053/690, 9-10=-1962/668, 10-11=-2032/609, 11-13=-1991/498, 13-14=-154/540 BOT CHORD 2-21=-378/117, 19-21=0/746, 18-19=-305/1853, 17-18=-285/1690, 16-17=-453/220, 14-16=-453/220 WEBS 3-21=-466/369, 4-21=-337/145, 6-21=-2234/718, 6-19=-205/980, 8-19=-878/300, 8-18=-187/925, 9-18=-748/284, 11-17=-484/286, 13-17=-506/2318, 13-16=-2116/601, 10-18=-71/491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 19-0-0, Exterior(2R) 19-0-0 to 24-1-6, Interior(1) 24-1-6 to 27-0-0, Exterior(2E) 27-0-0 to 27-11-0, Interior(1) 27-11-0 to 33-1-0, Exterior(2R) 33-1-0 to 38-2-6, Interior(1) 38-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 752 lb uplift at joint 21, 555 lb uplift at joint 16, 214 lb uplift at joint 2 and 139 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283013 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-c7m?64TecJAXTCO0NUU2rJMvxat9czNENm5sWMz8?Ld Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 3x6 5x6 5x6 5x6 5x6 4x6 6x8 3x4 3x4 3x5 4x4 6x12 5x6 4x10 4x5 3x4 5x6 4x6 4x5 4x5 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 17-8-0 7-4-0 25-0-0 7-4-0 31-1-0 6-1-0 38-4-8 7-3-8 45-8-0 7-3-8 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 15-8-0 5-4-0 21-0-0 5-4-0 25-0-0 4-0-0 25-11-0 0-11-0 31-1-0 5-2-0 38-4-8 7-3-8 45-8-0 7-3-8 51-2-0 5-6-0 52-6-0 1-4-0 0-4-18-8-79-1-10-4-19-1-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [9:0-3-0,Edge], [10:0-3-0,0-2-4], [11:0-3-0,0-3-4], [17:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.91 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.61 0.04 0.22 (loc) 17-19 17-19 15 22-24 l/defl >999 >700 n/a >573 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-20, 9-19 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 13=0-5-8. (lb) - Max Horz 2=252(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 22=-748(LC 12), 15=-548(LC 12), 2=-217(LC 12), 13=-146(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13 except 22=2634(LC 17), 15=2241(LC 18), 2=353(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-60/276, 3-4=-276/668, 4-6=-208/652, 6-7=-1322/433, 7-8=-1693/607, 8-9=-1817/649, 9-10=-1777/632, 10-11=-2263/666, 11-12=-2214/537, 12-13=-121/378 BOT CHORD 2-22=-272/100, 20-22=-35/1041, 19-20=-138/1421, 17-19=-257/1665, 15-17=-298/185, 13-15=-298/185 WEBS 3-22=-458/360, 4-22=-359/158, 6-22=-2303/695, 6-20=-77/762, 7-20=-550/225, 7-19=-215/836, 8-19=-146/484, 9-19=-811/366, 11-17=-570/322, 12-17=-492/2328, 12-15=-2081/593, 10-19=-11/285, 10-17=-105/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 21-0-0, Exterior(2E) 21-0-0 to 25-11-0, Interior(1) 25-11-0 to 31-1-0, Exterior(2R) 31-1-0 to 36-2-6, Interior(1) 36-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 lb uplift at joint 22, 548 lb uplift at joint 15, 217 lb uplift at joint 2 and 146 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B7 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24283014 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-4KJNJQUGNdIO5MzDxB?HNWv6P_KzLSvNcQrQ3oz8?Lc Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 3x6 5x6 5x12 5x6 3x6 4x6 4x4 3x4 4x5 4x5 3x5 4x8 4x8 3x5 4x4 3x5 4x4 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 10-4-0 10-2-0 16-8-0 6-4-0 23-11-0 7-3-0 29-1-0 5-2-0 37-4-8 8-3-8 45-8-0 8-3-8 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 16-8-0 6-4-0 23-0-0 6-4-0 23-11-0 0-11-0 29-1-0 5-2-0 34-7-5 5-6-5 40-1-11 5-6-5 45-8-0 5-6-5 51-2-0 5-6-0 52-6-0 1-4-0 0-4-19-6-79-11-10-4-19-6-75.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.49 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.04 0.20 (loc) 18-19 18-19 16 24-26 l/defl >999 >999 n/a >607 L/d 360 240 n/a 240 PLATES MT20 Weight: 352 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 10-19, 12-16 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 14=0-5-8. (lb) - Max Horz 2=-274(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 24=-735(LC 12), 16=-550(LC 12), 2=-228(LC 12), 14=-147(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14 except 24=2600(LC 17), 16=2202(LC 18), 2=370(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-99/295, 3-4=-235/717, 4-6=-1249/299, 6-7=-1581/538, 7-8=-1526/584, 8-9=-1619/581, 9-10=-1807/594, 10-12=-2081/561, 12-13=-36/302, 13-14=-134/312 BOT CHORD 2-24=-284/117, 22-24=-587/377, 21-22=-35/1179, 19-21=-155/1503, 18-19=-270/1791, 16-18=-244/1621 WEBS 3-24=-480/376, 4-24=-2171/603, 4-22=-481/1947, 6-22=-851/428, 6-21=-142/467, 7-21=-225/870, 8-21=-940/327, 8-19=-118/337, 9-19=-35/326, 10-19=-437/198, 12-18=0/408, 12-16=-2415/575, 13-16=-407/226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 23-0-0, Exterior(2E) 23-0-0 to 23-11-0, Interior(1) 23-11-0 to 29-1-0, Exterior(2R) 29-1-0 to 34-2-6, Interior(1) 34-2-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 24, 550 lb uplift at joint 16, 228 lb uplift at joint 2 and 147 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B8 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24283015 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-0iR7k5VWvEY6Kf6b2c2lSx_Rvn_GpMXg3kKW7gz8?La Scale = 1:89.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 3x6 5x6 5x6 3x6 4x6 4x4 3x4 4x5 4x10 3x4 4x8 3x5 4x4 3x5 4x4 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 17-1-12 6-9-12 23-11-8 6-9-12 27-2-8 3-3-0 36-5-4 9-2-12 45-8-0 9-2-12 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 17-1-12 6-9-12 23-11-8 6-9-12 27-2-8 3-3-0 33-4-5 6-1-13 39-6-3 6-1-13 45-8-0 6-1-13 51-2-0 5-6-0 52-6-0 1-4-0 0-4-110-3-130-4-110-3-135.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.62 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.04 0.21 (loc) 19-20 19-20 15 22-24 l/defl >999 >999 n/a >577 L/d 360 240 n/a 240 PLATES MT20 Weight: 334 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-19, 11-15, 7-20 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 13=0-5-8. (lb) - Max Horz 2=-285(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 22=-747(LC 12), 15=-530(LC 12), 2=-221(LC 12), 13=-163(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 22=2605(LC 17), 15=2148(LC 18), 2=358(LC 21), 13=265(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-32/295, 3-4=-237/699, 4-6=-1365/299, 6-7=-1352/423, 7-8=-1541/519, 8-9=-1732/515, 9-11=-2175/542 BOT CHORD 2-22=-281/103, 20-22=-558/383, 19-20=-62/1418, 17-19=-257/1814, 15-17=-272/1758 WEBS 3-22=-448/346, 4-22=-2176/568, 4-20=-451/1999, 6-20=-547/315, 7-19=-123/584, 8-19=-66/381, 9-19=-596/245, 11-17=0/304, 11-15=-2330/514, 12-15=-431/239, 7-20=-399/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 23-11-8, Exterior(2E) 23-11-8 to 27-2-8, Exterior(2R) 27-2-8 to 34-5-5, Interior(1) 34-5-5 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 747 lb uplift at joint 22, 530 lb uplift at joint 15, 221 lb uplift at joint 2 and 163 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss B9 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T24283016 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-Uv?VxRW8gYgzyphocKZ_?9Xb6BJhYn5qIN34f7z8?LZ Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 3x6 5x6 3x6 4x6 4x4 3x4 4x5 4x5 3x5 4x8 3x5 4x4 3x5 4x4 3x4 4x6 4x6 4x5 4x5 0-2-0 0-2-0 5-5-14 5-3-14 10-4-0 4-10-2 17-11-8 7-7-8 25-7-0 7-7-8 36-10-0 11-3-0 45-8-0 8-10-0 51-0-0 5-4-0 51-2-0 0-2-0 -1-4-0 1-4-0 5-5-14 5-5-14 10-4-0 4-10-2 17-11-8 7-7-8 25-7-0 7-7-8 32-3-5 6-8-5 38-11-11 6-8-5 45-8-0 6-8-5 51-2-0 5-6-0 52-6-0 1-4-0 0-4-110-11-150-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.68 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.35 0.04 0.22 (loc) 16-18 16-18 12 21-23 l/defl >999 >999 n/a >564 L/d 360 240 n/a 240 PLATES MT20 Weight: 323 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-18, 10-14 REACTIONS.All bearings 0-8-0 except (jt=length) 2=0-5-8, 12=0-5-8. (lb) - Max Horz 2=-303(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 21=-729(LC 12), 14=-540(LC 12), 2=-234(LC 12), 12=-158(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 21=2585(LC 17), 14=2116(LC 18), 2=380(LC 21), 12=280(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-88/264, 3-4=-202/652, 4-6=-1448/342, 6-7=-1629/513, 7-8=-1589/518, 8-10=-2216/563 BOT CHORD 2-21=-270/135, 19-21=-530/352, 18-19=-62/1360, 16-18=-244/1744, 14-16=-268/1849 WEBS 3-21=-424/338, 4-21=-2121/563, 4-19=-443/1964, 6-19=-740/355, 6-18=-52/292, 7-18=-160/780, 8-18=-707/279, 8-16=-16/320, 10-14=-2358/504, 11-14=-458/248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-9-6, Interior(1) 3-9-6 to 25-7-0, Exterior(2R) 25-7-0 to 30-8-6, Interior(1) 30-8-6 to 52-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 lb uplift at joint 21, 540 lb uplift at joint 14, 234 lb uplift at joint 2 and 158 lb uplift at joint 12. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283017 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-z5Zt9nXmRropZzG_A14DYM3oHbg2HJ?zX1pdCZz8?LY Scale = 1:53.2 1 2 3 4 5 6 7 8 9 13 12 11 10 20 2122 2324 25 4x5 4x5 3x5 4x6 3x8 2x3 2x3 3x8 3x8 2x3 3x5 9-0-0 9-0-0 15-0-0 6-0-0 21-0-0 6-0-0 30-0-0 9-0-0 -1-4-0 1-4-0 4-9-14 4-9-14 9-0-0 4-2-2 15-0-0 6-0-0 21-0-0 6-0-0 25-2-2 4-2-2 30-0-0 4-9-14 31-4-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.29 0.54 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.33 0.10 0.12 (loc) 10-19 10-19 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-99(LC 10) Max Uplift 2=-391(LC 12), 8=-391(LC 12) Max Grav 2=1443(LC 1), 8=1443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2910/881, 3-4=-2517/743, 4-5=-2290/724, 5-6=-2290/724, 6-7=-2517/743, 7-8=-2910/881 BOT CHORD 2-13=-732/2658, 11-13=-687/2720, 10-11=-687/2720, 8-10=-749/2658 WEBS 3-13=-431/221, 4-13=-130/618, 5-13=-617/174, 5-10=-617/174, 6-10=-130/618, 7-10=-432/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-4-6, Interior(1) 25-4-6 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24283018 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-vTheaTY1zT3XpHQMHS6hdn8zjPI2lDwG_LIkGSz8?LW Scale = 1:53.2 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 5x8 MT18HS 5x8 MT18HS 3x5 5x6 WB 3x4 2x3 3x4 3x4 3x4 2x3 3x5 5-9-14 5-9-14 11-0-0 5-2-2 19-0-0 8-0-0 24-2-2 5-2-2 30-0-0 5-9-14 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 19-0-0 8-0-0 24-2-2 5-2-2 30-0-0 5-9-14 31-4-0 1-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-2-4], [5:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.83 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.57 0.11 0.25 (loc) 12-13 12-13 7 12-13 l/defl >817 >628 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 134 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=118(LC 11) Max Uplift 2=-401(LC 12), 7=-401(LC 12) Max Grav 2=1652(LC 17), 7=1652(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3365/878, 3-4=-2713/748, 4-5=-2470/727, 5-6=-2713/748, 6-7=-3365/878 BOT CHORD 2-13=-721/3147, 12-13=-721/3147, 10-12=-523/2499, 9-10=-738/3059, 7-9=-738/3059 WEBS 3-12=-735/239, 4-12=-65/618, 5-10=-65/618, 6-10=-736/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 2 and 401 lb uplift at joint 7. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 12-14=-20, 10-12=-30, 10-17=-20 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C2 Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T24283019 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-NgE0npZfkmBOQQ?Zr9dw9?hBwodYUdRPD?1Houz8?LV Scale = 1:55.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 4x12 4x12 3x5 5x6 WB 3x4 2x3 3x4 6x8 6x8 3x4 3x4 2x3 5x6 WB 3x5 6-0-0 6-0-0 11-4-4 5-4-4 18-7-12 7-3-8 24-0-0 5-4-4 30-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 11-4-4 5-4-4 12-2-14 0-10-10 13-0-0 0-9-2 17-0-0 4-0-0 17-9-2 0-9-2 18-7-12 0-10-10 24-0-0 5-4-4 30-0-0 6-0-0 31-4-0 1-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-4], [6:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.87 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.87 0.11 0.24 (loc) 13-14 13-14 9 13-14 l/defl >823 >415 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 1-5,6-10: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=138(LC 11) Max Uplift 2=-348(LC 12), 9=-348(LC 12) Max Grav 2=1566(LC 18), 9=1566(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3292/736, 3-4=-2574/554, 4-5=-2214/549, 5-6=-2251/560, 6-7=-2214/549, 7-8=-2574/554, 8-9=-3293/736 BOT CHORD 2-16=-591/3111, 14-16=-591/3111, 13-14=-326/2278, 11-13=-610/3008, 9-11=-610/3008 WEBS 3-14=-970/314, 4-14=-59/721, 7-13=-59/721, 8-13=-970/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-4-14, Exterior(2E) 13-4-14 to 16-7-2, Exterior(2R) 16-7-2 to 20-10-0, Interior(1) 20-10-0 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 2 and 348 lb uplift at joint 9. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C3 Truss Type ATTIC Qty 2 Ply 1 Job Reference (optional) T24283020 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-J2MmCVbvFOR6gk9xzagOFQmUycIHyUtigJWOtnz8?LT Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 26 27 28 29 30 3x6 3x6 3x6 5x8 WB 5x8 WB 2x3 3x4 3x4 2x3 2x3 3x4 3x4 2x3 3x8 3x8 3x5 3x5 6-0-0 6-0-0 11-4-4 5-4-4 18-7-12 7-3-8 24-0-0 5-4-4 30-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 11-4-4 5-4-4 13-7-2 2-2-14 13-10-3 0-3-2 15-0-0 1-1-13 16-1-13 1-1-13 16-4-14 0-3-2 18-7-12 2-2-14 24-0-0 5-4-4 30-0-0 6-0-0 31-4-0 1-4-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [7:0-3-0,Edge], [12:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -1.01 0.11 0.27 (loc) 16-17 16-17 12 16-17 l/defl >752 >357 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4,10-13: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17. REACTIONS. (size)12=0-8-0, 2=0-8-0 Max Horz 2=-157(LC 10) Max Uplift 12=-278(LC 12), 2=-257(LC 12) Max Grav 12=1630(LC 19), 2=1652(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/473, 3-5=-2792/340, 5-6=-2406/357, 6-7=-290/1609, 7-8=-294/1569, 8-9=-2384/354, 9-11=-2782/355, 11-12=-3439/542 BOT CHORD 2-19=-354/3327, 17-19=-354/3327, 16-17=-128/2482, 14-16=-430/3139, 12-14=-430/3139 WEBS 9-16=-39/714, 11-16=-924/334, 5-17=-71/682, 3-17=-1003/257, 6-8=-4177/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 160.0lb AC unit load placed on the top chord, 13-0-0 from left end, supported at two points, 2-6-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 12 and 257 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C4 Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T24283021 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-nFw9PqbX0hZzHuk8WIBdndJfi0eVhx3svzGxPDz8?LS Scale = 1:51.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 25 26 27 28 29 3x6 3x6 3x6 3x5 5x8 WB 2x3 3x4 3x4 2x3 2x3 3x4 3x4 2x3 3x8 3x8 3x5 5x8 WB 6-0-0 6-0-0 11-4-4 5-4-4 18-7-12 7-3-8 24-0-0 5-4-4 30-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 11-4-4 5-4-4 13-7-2 2-2-14 13-10-3 0-3-2 15-0-0 1-1-13 16-1-13 1-1-13 16-4-14 0-3-2 18-7-12 2-2-14 24-0-0 5-4-4 30-0-0 6-0-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [7:0-3-0,Edge], [12:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.92 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -1.01 0.11 0.27 (loc) 15-16 15-16 12 15-16 l/defl >748 >357 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4,10-12: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-259(LC 12), 12=-214(LC 12) Max Grav 2=1653(LC 18), 12=1545(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3517/480, 3-5=-2797/343, 5-6=-2411/360, 6-7=-295/1612, 7-8=-296/1573, 8-9=-2388/362, 9-11=-2788/367, 11-12=-3462/577 BOT CHORD 2-18=-400/3322, 16-18=-400/3322, 15-16=-170/2477, 13-15=-472/3165, 12-13=-472/3165 WEBS 9-15=-49/720, 11-15=-947/342, 5-16=-71/682, 3-16=-1002/255, 6-8=-4185/709 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 160.0lb AC unit load placed on the top chord, 13-0-0 from left end, supported at two points, 2-6-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 2 and 214 lb uplift at joint 12. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C5 Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T24283022 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-kd2vqWdoYJphXCtWejD5s2O?XpMw9tF8MHl2U5z8?LQ Scale = 1:51.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 16 15 14 13 26 27 28 29 30 17 3x6 3x6 3x6 3x5 5x6 WB 2x3 6x8 4x4 2x3 2x3 6x8 4x4 2x3 3x5 3x5 3x5 5x6 WB 6-0-0 6-0-0 10-4-8 4-4-8 11-4-4 0-11-12 18-7-12 7-3-8 24-0-0 5-4-4 30-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 11-4-4 5-4-4 13-7-2 2-2-14 13-10-3 0-3-2 15-0-0 1-1-13 16-1-13 1-1-13 16-4-14 0-3-2 18-7-12 2-2-14 24-0-0 5-4-4 30-0-0 6-0-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge], [15:0-3-8,0-3-0], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.73 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.93 0.05 0.36 (loc) 15-16 15-16 12 13-15 l/defl >542 >251 n/a >656 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-0 except (jt=length) 12=0-8-0, 17=0-3-8. (lb) - Max Horz 2=155(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-165(LC 12), 19=-204(LC 12), 12=-211(LC 12), 17=-589(LC 19) Max Grav All reactions 250 lb or less at joint(s) 17 except 2=509(LC 1), 19=1951(LC 18), 12=1375(LC 19), 2=509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/193, 3-5=-2208/344, 5-6=-1962/357, 6-7=-274/1120, 7-8=-294/1164, 8-9=-1857/336, 9-11=-2209/333, 11-12=-3075/551 BOT CHORD 2-19=-103/510, 17-19=-103/510, 16-17=-103/510, 15-16=-147/1881, 13-15=-456/2808, 12-13=-456/2808 WEBS 9-15=-35/595, 11-15=-1026/348, 11-13=-14/292, 5-16=-102/355, 3-16=-54/1755, 3-19=-1860/273, 6-8=-3167/687 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 160.0lb AC unit load placed on the top chord, 13-0-0 from left end, supported at two points, 2-6-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2, 204 lb uplift at joint 19, 211 lb uplift at joint 12, 589 lb uplift at joint 17 and 165 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss C6 Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T24283023 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-CqcH2seQJcxY8LSjCQkKPGxEbDhzuLbIbxUc0Yz8?LP Scale = 1:51.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 25 26 27 28 29 30 3x6 3x6 3x6 3x5 5x12 MT18HS WB 2x3 3x4 3x4 2x3 2x3 3x4 3x4 2x3 3x6 3x6 3x5 5x12 MT18HS WB 0-2-0 0-2-0 6-0-0 5-10-0 10-0-0 4-0-0 11-4-4 1-4-4 18-7-12 7-3-8 24-0-0 5-4-4 30-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 11-4-4 5-4-4 13-7-2 2-2-14 13-10-3 0-3-2 15-0-0 1-1-13 16-1-13 1-1-13 16-4-14 0-3-2 18-7-12 2-2-14 24-0-0 5-4-4 30-0-0 6-0-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.81 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.97 0.08 0.35 (loc) 15-16 15-16 12 15 l/defl >519 >247 n/a >677 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 141 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4,10-12: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (size)2=0-5-8, 17=0-8-0, 12=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-403(LC 12), 17=-111(LC 12), 12=-221(LC 12) Max Grav 2=1311(LC 1), 17=586(LC 22), 12=1424(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2545/975, 3-5=-2348/401, 5-6=-2083/402, 6-7=-312/1229, 7-8=-332/1276, 8-9=-1975/382, 9-11=-2353/388, 11-12=-3188/596 BOT CHORD 2-18=-836/2322, 17-18=-836/2322, 16-17=-836/2322, 15-16=-196/2010, 13-15=-498/2912, 12-13=-498/2912 WEBS 9-15=-59/662, 11-15=-1001/338, 11-13=-3/269, 5-16=-112/403, 3-16=-495/708, 3-18=-300/70, 6-8=-3415/778 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 30-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 160.0lb AC unit load placed on the top chord, 13-0-0 from left end, supported at two points, 2-6-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 2, 111 lb uplift at joint 17 and 221 lb uplift at joint 12. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GR1 Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) T24283024 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-8Cj2TYfgrEBGOfc5JrnoUh0aT1NaMBJb2Fzi5Qz8?LN Scale = 1:52.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1223242526272829 30 4x6 4x4 3x6 4x6 4x5 3x10 6x8 7x8 10x10 5x8 7x8 5x8 7x8 4x6 3x10 3x12 3x4 THDH26-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 0-2-0 0-2-0 7-1-8 6-11-8 10-4-0 3-2-8 15-0-0 4-8-0 18-4-13 3-4-13 21-9-10 3-4-13 25-2-6 3-4-13 30-0-0 4-9-10 -1-4-0 1-4-0 7-1-8 7-1-8 10-4-0 3-2-8 15-0-0 4-8-0 18-4-13 3-4-13 21-9-10 3-4-13 25-2-6 3-4-13 30-0-0 4-9-10 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [11:0-3-0,0-1-8], [13:0-3-8,0-4-4], [14:0-3-8,0-4-4], [17:0-3-4,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.80 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.04 0.11 (loc) 12-13 12-13 11 12-13 l/defl >999 >782 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 561 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-15,7-14: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-8-0, 11=0-8-0, 2=0-5-8 Max Horz 2=156(LC 24) Max Uplift 17=-7057(LC 8), 11=-2092(LC 8), 2=-1288(LC 20) Max Grav 17=21113(LC 1), 11=9677(LC 2), 2=310(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-114/3994, 3-5=-2239/7424, 5-6=-3154/497, 6-7=-3132/502, 7-8=-8412/1702, 8-10=-13814/2910, 10-11=-19794/4246 BOT CHORD 2-18=-3647/136, 17-18=-3647/136, 15-17=-6831/2197, 14-15=-1419/7743, 13-14=-2581/12718, 12-13=-3883/18291, 11-12=-3883/18291 WEBS 3-18=-2592/4530, 3-17=-5002/2819, 5-17=-13086/3395, 5-15=-3320/13110, 6-15=-363/2213, 7-15=-8437/2005, 7-14=-1995/8691, 8-14=-7001/1636, 8-13=-1530/6828, 10-13=-6425/1501, 10-12=-1122/5124 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 17-3 2x4 - 1 row at 0-9-0 oc, member 5-17 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 15-6 2x4 - 1 row at 0-9-0 oc, member 15-7 2x4 - 1 row at 0-9-0 oc, member 7-14 2x4 - 1 row at 0-9-0 oc, member 14-8 2x4 - 1 row at 0-9-0 oc, member 8-13 2x4 - 1 row at 0-9-0 oc, member 13-10 2x4 - 1 row at 0-9-0 oc, member 10-12 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7057 lb uplift at joint 17, 2092 lb uplift at joint 11 and 1288 lb uplift at joint 2. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GR1 Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) T24283024 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:23 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-cPHQgugIcXJ6?pBHtYI11uZlDRjp5eZkHvjGdtz8?LM NOTES- 10) Use USP THDH26-2 (With 22-16d nails into Girder & 8-16d nails into Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 29-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-11=-70, 2-11=-20 Concentrated Loads (lb) Vert: 18=-4485(B) 15=-2042(B) 12=-2042(B) 20=-1513(B) 23=-2042(B) 24=-2042(B) 25=-2042(B) 26=-2042(B) 27=-2042(B) 28=-2042(B) 29=-2042(B) 30=-2042(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRA Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24283025 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-r7KqZznxUISrbBN0vxy9uoREU3rTihc3MpPERrz8?LD Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 5x12 MT18HS 5x8 MT18HS WB 5x8 3x10 7x8 MT18HS5x12 3x8 4x8 3x8 4x10 4x10 7x10 3x6 7x8 MT18HS 4x8 0-2-0 0-2-0 3-9-14 3-7-14 7-0-0 3-2-2 11-11-13 4-11-13 16-9-14 4-10-1 21-7-15 4-10-1 26-6-0 4-10-1 31-4-1 4-10-1 36-2-2 4-10-1 41-0-3 4-10-1 46-0-0 4-11-13 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 11-11-13 4-11-13 16-9-14 4-10-1 21-7-15 4-10-1 26-6-0 4-10-1 31-4-1 4-10-1 36-2-2 4-10-1 41-0-3 4-10-1 46-0-0 4-11-13 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-2-4], [7:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.25 -1.68 0.22 (loc) 19-20 19-20 14 l/defl >438 >326 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 555 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 13-14: 2x6 SP No.2, 13-15: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. REACTIONS. (size)14=Mechanical, 2=0-5-8 Max Horz 2=138(LC 8) Max Uplift 14=-2629(LC 8), 2=-2517(LC 8) Max Grav 14=4505(LC 1), 2=4388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10636/6082, 3-4=-14199/8260, 4-5=-14199/8260, 5-6=-18225/10635, 6-8=-18225/10635, 8-9=-15738/9192, 9-10=-15738/9192, 10-12=-6826/3988, 12-13=-6826/3988, 13-14=-4322/2498 BOT CHORD 2-24=-5649/9741, 23-24=-5676/9784, 21-23=-10015/17185, 20-21=-10015/17185, 19-20=-10535/18042, 17-19=-10535/18042, 16-17=-7122/12195, 15-16=-7122/12195 WEBS 3-24=-516/874, 3-23=-2984/5180, 4-23=-704/332, 5-23=-3486/2043, 5-21=-333/553, 5-20=-728/1241, 6-20=-641/304, 8-19=-355/593, 8-17=-2681/1563, 9-17=-628/298, 10-17=-2409/4123, 10-16=-293/498, 10-15=-6247/3646, 12-15=-683/326, 13-15=-4572/7821 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x4 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections.Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRA Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24283025 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:32 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-r7KqZznxUISrbBN0vxy9uoREU3rTihc3MpPERrz8?LD NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2629 lb uplift at joint 14 and 2517 lb uplift at joint 2. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down and 256 lb up at 7-0-0, 139 lb down and 135 lb up at 9-0-12, 139 lb down and 135 lb up at 11-0-12, 139 lb down and 135 lb up at 13-0-12, 139 lb down and 135 lb up at 15-0-12, 139 lb down and 135 lb up at 17-0-12, 139 lb down and 135 lb up at 19-0-12, 139 lb down and 135 lb up at 21-0-12, 139 lb down and 135 lb up at 23-0-12, 139 lb down and 135 lb up at 25-0-12, 139 lb down and 135 lb up at 26-1-4, 139 lb down and 135 lb up at 28-1-4, 139 lb down and 135 lb up at 30-1-4, 139 lb down and 135 lb up at 32-1-4, 139 lb down and 135 lb up at 34-1-4, 139 lb down and 135 lb up at 36-1-4, 139 lb down and 135 lb up at 38-1-4, 139 lb down and 135 lb up at 40-1-4, and 139 lb down and 135 lb up at 42-1-4, and 139 lb down and 135 lb up at 44-1-4 on top chord, and 430 lb down and 252 lb up at 7-0-0, 93 lb down and 69 lb up at 9-0-12, 93 lb down and 69 lb up at 11-0-12, 93 lb down and 69 lb up at 13-0-12, 93 lb down and 69 lb up at 15-0-12, 93 lb down and 69 lb up at 17-0-12, 93 lb down and 69 lb up at 19-0-12, 93 lb down and 69 lb up at 21-0-12, 93 lb down and 69 lb up at 23-0-12, 93 lb down and 69 lb up at 25-0-12, 93 lb down and 69 lb up at 26-1-4, 93 lb down and 69 lb up at 28-1-4, 93 lb down and 69 lb up at 30-1-4, 93 lb down and 69 lb up at 32-1-4, 93 lb down and 69 lb up at 34-1-4, 93 lb down and 69 lb up at 36-1-4, 93 lb down and 69 lb up at 38-1-4, 93 lb down and 69 lb up at 40-1-4, and 93 lb down and 69 lb up at 42-1-4, and 93 lb down and 69 lb up at 44-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-13=-70, 2-14=-20 Concentrated Loads (lb) Vert: 3=-199(F) 7=-139(F) 24=-430(F) 5=-139(F) 21=-74(F) 16=-74(F) 10=-139(F) 18=-74(F) 27=-139(F) 28=-139(F) 29=-139(F) 31=-139(F) 33=-139(F) 34=-139(F) 35=-139(F) 36=-139(F) 37=-139(F) 39=-139(F) 41=-139(F) 42=-139(F) 43=-139(F) 44=-139(F) 45=-139(F) 46=-139(F) 47=-74(F) 48=-74(F) 49=-74(F) 50=-74(F) 51=-74(F) 52=-74(F) 53=-74(F) 54=-74(F) 55=-74(F) 56=-74(F) 57=-74(F) 58=-74(F) 59=-74(F) 60=-74(F) 61=-74(F) 62=-74(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRB Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T24283026 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-Y3xcfOvD8NiQnk8xU28VIvr1U5Cg2EiXfMqmoGz8?L3 Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 5x6 3x6 5x8 5x6 5x6 4x6 7x8 8x10 7x8 6x8 4x5 4x6 6x12 3x8 6x10 3x4 4x8 3x4 4x8 3x4 5x10 3x5 3x4 4x8 4x4 4x8 6x8 3x4 4x5 0-2-0 0-2-0 7-0-0 6-10-0 10-4-0 3-4-0 15-4-0 5-0-0 20-4-0 5-0-0 25-4-0 5-0-0 30-4-0 5-0-0 32-4-0 2-0-0 35-8-0 3-4-0 39-0-0 3-4-0 41-4-0 2-4-0 43-4-0 2-0-0 45-1-0 1-9-0 45-8-0 0-7-0 51-2-0 5-6-0 -1-4-0 1-4-0 7-0-0 7-0-0 10-4-0 3-4-0 15-4-0 5-0-0 20-4-0 5-0-0 25-4-0 5-0-0 30-4-0 5-0-0 32-4-0 2-0-0 35-8-0 3-4-0 39-0-0 3-4-0 39-11-0 0-11-0 41-4-0 1-5-0 43-4-0 2-0-0 45-1-0 1-9-0 45-8-0 0-7-0 51-2-0 5-6-0 52-6-0 1-4-0 0-4-12-10-73-3-10-4-11-0-03-3-15.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [12:0-5-12,0-2-8], [14:0-3-8,0-2-0], [15:0-3-0,0-2-4], [20:0-5-4,0-3-8], [21:0-4-0,0-4-8], [24:0-5-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.77 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.65 0.11 0.25 (loc) 24 24 19 24 l/defl >999 >654 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 614 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* 21-24: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-30: 2x6 SP No.2, 4-28: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. REACTIONS. (size)30=0-8-0, 19=0-8-0, 2=0-5-8 Max Horz 2=94(LC 31) Max Uplift 30=-2133(LC 8), 19=-1046(LC 8), 2=-1607(LC 18) Max Grav 30=7368(LC 17), 19=3152(LC 18), 2=210(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/4797, 3-4=-748/4508, 4-5=-362/1466, 5-6=-362/1466, 6-8=-5852/1431, 8-9=-5852/1431, 9-10=-10342/2458, 10-11=-9378/2216, 11-12=-9378/2216, 12-13=-7859/1838, 13-14=-5556/1213, 14-15=-1658/411, 15-16=-296/684, 16-17=-350/836 BOT CHORD 2-31=-4395/856, 30-31=-7534/1937, 28-30=-7534/1937, 27-28=-632/3105, 26-27=-632/3105, 25-26=-1584/7003, 24-25=-1715/7585, 23-24=-2319/10318, 22-23=-1598/7420, 21-22=-1665/7745, 20-21=-443/1602, 19-20=-565/592, 17-19=-705/397 WEBS 3-31=-2301/574, 4-31=-1417/4160, 4-30=-6940/2069, 4-28=-1681/7002, 5-28=-708/307, 6-28=-5250/1283, 6-27=0/440, 6-26=-764/3195, 8-26=-705/305, 9-26=-1338/338, 9-25=-2988/760, 9-24=-1031/4638, 10-24=-26/320, 10-23=-1115/278, 11-23=-490/217, 12-23=-553/2278, 12-22=-254/1411, 13-22=-751/151, 13-21=-3317/837, 14-21=-1103/4969, 14-20=-3062/721, 16-19=-516/208, 15-20=-797/3008, 15-19=-2614/714 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRB Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T24283026 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:42 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-Y3xcfOvD8NiQnk8xU28VIvr1U5Cg2EiXfMqmoGz8?L3 NOTES- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2133 lb uplift at joint 30, 1046 lb uplift at joint 19 and 1607 lb uplift at joint 2. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 256 lb up at 7-0-0, 139 lb down and 135 lb up at 9-1-13, 157 lb down and 124 lb up at 11-1-13, 157 lb down and 124 lb up at 13-1-13, 157 lb down and 124 lb up at 15-1-13, 157 lb down and 124 lb up at 17-1-13, 157 lb down and 124 lb up at 19-1-13, 157 lb down and 124 lb up at 21-1-13, 157 lb down and 124 lb up at 23-1-13, 157 lb down and 124 lb up at 25-1-13, 157 lb down and 124 lb up at 27-1-13, 157 lb down and 124 lb up at 29-1-13, 158 lb down and 124 lb up at 31-1-13, 158 lb down and 124 lb up at 33-1-13, 158 lb down and 124 lb up at 35-1-13, 158 lb down and 124 lb up at 37-1-13, and 163 lb down and 130 lb up at 39-0-0, and 122 lb down and 127 lb up at 45-1-0 on top chord, and 430 lb down and 252 lb up at 7-0-0, 93 lb down and 69 lb up at 9-1-13, 88 lb down at 11-1-13, 88 lb down at 13-1-13, 88 lb down at 15-1-13, 88 lb down at 17-1-13, 88 lb down at 19-1-13, 88 lb down at 21-1-13, 88 lb down at 23-1-13, 88 lb down at 25-1-13, 88 lb down at 27-1-13, 88 lb down at 29-1-13, 88 lb down at 31-1-13, 87 lb down at 33-1-13, 87 lb down at 35-1-13, 87 lb down at 37-1-13, and 497 lb down and 135 lb up at 38-10-3, and 220 lb down and 326 lb up at 45-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-12=-70, 12-13=-70, 13-15=-70, 15-18=-70, 2-25=-20, 24-25=-20, 21-24=-20, 20-21=-20, 17-20=-20 Concentrated Loads (lb) Vert: 3=-199(B) 7=-145(B) 12=-146(B) 15=-66(B) 31=-430(B) 28=-68(B) 5=-145(B) 26=-68(B) 8=-145(B) 22=-497(B) 36=-139(B) 37=-145(B) 38=-145(B) 40=-145(B) 41=-145(B) 42=-145(B) 44=-145(B) 46=-145(B) 47=-146(B) 48=-146(B) 49=-146(B) 50=-146(B) 52=-74(B) 53=-68(B) 54=-68(B) 55=-68(B) 56=-68(B) 57=-68(B) 58=-68(B) 59=-68(B) 60=-68(B) 61=-68(B) 62=-67(B) 63=-67(B) 64=-67(B) 65=218(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRC Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24283027 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-VR2M43wTf_y811IKcTAzNKxKZutmW8Tq6gJts9z8?L1 Scale = 1:53.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 5x8 MT18HS 5x8 MT18HS 4x8 5x12 MT18HS3x8 2x3 3x8 2x3 3x8 2x3 2x3 3x8 3x8 2x3 4x8 7-0-0 7-0-0 11-0-14 4-0-14 15-0-0 3-11-2 18-11-2 3-11-2 23-0-0 4-0-14 30-0-0 7-0-0 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 11-0-14 4-0-14 15-0-0 3-11-2 18-11-2 3-11-2 23-0-0 4-0-14 26-2-2 3-2-2 30-0-0 3-9-14 31-4-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-4-0,0-1-13], [8:0-4-0,0-1-13], [10:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.86 0.23 0.35 (loc) 14 14 10 14 l/defl >946 >419 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=80(LC 24) Max Uplift 2=-757(LC 8), 10=-757(LC 8) Max Grav 2=2819(LC 1), 10=2819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6424/1643, 3-4=-6209/1593, 4-5=-5797/1513, 5-6=-7873/2026, 6-7=-7873/2026, 7-8=-5797/1513, 8-9=-6209/1593, 9-10=-6424/1643 BOT CHORD 2-17=-1440/5874, 16-17=-1773/7369, 14-16=-1773/7369, 13-14=-1773/7369, 12-13=-1773/7369, 10-12=-1440/5874 WEBS 3-17=-337/224, 4-17=-373/1829, 5-17=-2009/498, 5-16=0/312, 5-14=-145/663, 6-14=-546/233, 7-14=-145/663, 7-13=0/312, 7-12=-2009/498, 8-12=-373/1829, 9-12=-338/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 lb uplift at joint 2 and 757 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 232 lb up at 7-0-0, 157 lb down and 124 lb up at 9-0-12, 157 lb down and 124 lb up at 11-0-12, 157 lb down and 124 lb up at 13-0-12, 157 lb down and 124 lb up at 15-0-0, 157 lb down and 124 lb up at 16-11-4, 157 lb down and 124 lb up at 18-11-4, and 157 lb down and 124 lb up at 20-11-4, and 255 lb down and 232 lb up at 23-0-0 on top chord, and 421 lb down and 115 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 421 lb down and 115 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss GRC Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24283027 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:44 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-VR2M43wTf_y811IKcTAzNKxKZutmW8Tq6gJts9z8?L1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 8-11=-70, 18-21=-20 Concentrated Loads (lb) Vert: 4=-208(F) 8=-208(F) 17=-421(F) 5=-145(F) 16=-68(F) 14=-68(F) 6=-145(F) 13=-68(F) 7=-145(F) 12=-421(F) 24=-145(F) 25=-145(F) 28=-145(F) 29=-145(F) 30=-68(F) 31=-68(F) 32=-68(F) 33=-68(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J1 Truss Type JACK-OPEN Qty 11 Ply 1 Job Reference (optional) T24283028 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-zdckIPx5QI5?eBtW9AhCwXTdSIPsFpEzLK2QPbz8?L0 Scale = 1:6.7 1 2 3 4 3x4 0-2-0 0-2-0 1-0-0 0-10-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-5-8 Max Horz 2=46(LC 12) Max Uplift 3=-1(LC 1), 4=-17(LC 1), 2=-120(LC 12) Max Grav 3=11(LC 12), 4=25(LC 12), 2=201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 3, 17 lb uplift at joint 4 and 120 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J2 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283029 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-zdckIPx5QI5?eBtW9AhCwXTZoIKDFpEzLK2QPbz8?L0 Scale = 1:10.8 1 4 2 3 3x4 3x6 2-6-0 2-6-0 2-10-0 0-4-0 2-10-0 2-10-0 0-4-141-7-11-5-10-1-40-2-05.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.05 0.04 (loc) 4 4 3 4 l/defl >849 >353 n/a >857 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-6-0, 2=Mechanical, 3=Mechanical Max Horz 1=42(LC 12) Max Uplift 1=-20(LC 12), 2=-41(LC 12) Max Grav 1=125(LC 1), 2=122(LC 1), 3=5(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 41 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J3 Truss Type JACK-OPEN Qty 10 Ply 1 Job Reference (optional) T24283030 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-RqA6VlyjBbDsGLRijuCRSl0oCiix_GU7a_o_x1z8?L? Scale = 1:10.9 1 2 8 3 9 4 3x4 0-2-0 0-2-0 3-0-0 2-10-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=75(LC 12) Max Uplift 3=-38(LC 12), 2=-140(LC 12), 4=-29(LC 9) Max Grav 3=77(LC 1), 2=247(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3, 140 lb uplift at joint 2 and 29 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J3A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283031 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-v0kVi5zMyvLjuV0vHbjg?yZwj60hjjjGoeXXTUz8?L_ Scale = 1:10.9 1 2 5 9 3 4 3x4 3x6 2-8-0 2-8-0 3-0-0 0-4-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-11-5-10-1-40-2-05.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.05 -0.02 (loc) 5 5 4 5 l/defl >854 >385 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=75(LC 12) Max Uplift 3=-26(LC 12), 2=-102(LC 12) Max Grav 3=108(LC 1), 2=247(LC 1), 4=5(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 102 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J4 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283032 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-NCItwRz_jDTZVfb5rIFvYA52pWKeSAzQ1IH4_wz8?Kz Scale = 1:14.9 1 5 4 9 2 3 3x4 3x6 3x6 2-6-0 2-6-0 4-6-0 2-0-0 4-10-0 0-4-0 2-6-0 2-6-0 4-10-0 2-4-0 0-4-142-5-11-5-12-0-101-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.61 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.03 0.05 (loc) 5 5 3 5-8 l/defl >999 >830 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-6-0, 2=Mechanical, 3=Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-36(LC 12), 2=-67(LC 12), 3=-2(LC 12) Max Grav 1=215(LC 1), 2=147(LC 1), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1, 67 lb uplift at joint 2 and 2 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J5 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T24283033 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-NCItwRz_jDTZVfb5rIFvYA529WKhSAzQ1IH4_wz8?Kz Scale = 1:15.0 1 2 8 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.59 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.07 -0.00 0.05 (loc) 4-7 4-7 3 4-7 l/defl >999 >893 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-63(LC 12), 2=-111(LC 12) Max Grav 3=144(LC 1), 2=328(LC 1), 4=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 111 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J5A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283034 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-rPsF7n_cUWbQ7pAHO0m84NeDtvhTBcDZGy0eXMz8?Ky Scale = 1:15.0 1 2 6 5 10 3 4 3x4 3x6 3x6 2-8-0 2-8-0 4-8-0 2-0-0 5-0-0 0-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-12-5-11-5-11-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.59 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.03 0.05 (loc) 6-9 6 4 6-9 l/defl >999 >866 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-63(LC 12), 2=-111(LC 12) Max Grav 3=145(LC 1), 2=328(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 111 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J5C Truss Type JACK-OPEN Qty 1 Ply 1 Job Reference (optional) T24283035 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-JbQdL7?EFqjHlzlUyjHNdbBLAJvtw3TiUcmB3oz8?Kx Scale = 1:14.9 1 7 8 2 9 10 3 3x4 4x6 0-2-0 0-2-0 5-0-0 4-10-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-2], [1:0-1-0,0-11-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.82 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.00 0.12 (loc) 3-6 3-6 2 3-6 l/defl >999 >759 n/a >481 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-5-8 Max Horz 1=75(LC 12) Max Uplift 2=-76(LC 12), 3=-59(LC 12), 1=-103(LC 12) Max Grav 2=144(LC 1), 3=95(LC 3), 1=222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 2, 59 lb uplift at joint 3 and 103 lb uplift at joint 1. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J5P Truss Type JACK-OPEN Qty 5 Ply 1 Job Reference (optional) T24283036 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-on_?YT0s08r8M6KgWRoc9ojWSjFkfWjsjGVlbFz8?Kw Scale = 1:15.0 1 2 8 9 3 10 11 4 3x4 4x6 0-2-0 0-2-0 5-0-0 4-10-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [2:0-1-0,0-11-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.78 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.12 (loc) 4-7 4-7 3 4-7 l/defl >999 >869 n/a >506 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-71(LC 12), 2=-175(LC 12), 4=-53(LC 12) Max Grav 3=138(LC 1), 2=328(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 3, 175 lb uplift at joint 2 and 53 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J7 Truss Type Jack-Open Qty 19 Ply 1 Job Reference (optional) T24283037 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-G_XNmo0UnRz?_Gvs48Jri0GnS7a3Ozz?ywFI7hz8?Kv Scale = 1:19.0 1 2 8 9 3 4 3x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.90 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.24 0.00 0.13 (loc) 4-7 4-7 2 4-7 l/defl >925 >341 n/a >621 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-95(LC 12), 2=-124(LC 12) Max Grav 3=215(LC 1), 2=414(LC 1), 4=128(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 124 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J7B Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283038 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-G_XNmo0UnRz?_Gvs48Jri0GnQ7cXOzz?ywFI7hz8?Kv Scale = 1:19.0 1 2 6 5 10 11 3 4 3x4 5x8 MT18HS 4x6 2-8-0 2-8-0 3-6-9 0-10-9 7-0-0 3-5-7 -1-4-0 1-4-0 2-8-0 2-8-0 3-6-9 0-10-9 7-0-0 3-5-7 0-4-13-3-12-9-122-10-100-5-55.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.45 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.25 0.01 0.14 (loc) 5 5 4 5-6 l/defl >907 >334 n/a >608 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 24 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-95(LC 12), 2=-124(LC 12) Max Grav 3=216(LC 1), 2=414(LC 1), 4=128(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 124 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J7C Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T24283039 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-kA5mz816Yl5scQU2dsq4FDpw8Xxv7QC9Ba_rg7z8?Ku Scale = 1:19.8 1 2 6 5 10 11 3 4 3x4 5x6 3x6 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 0-4-13-3-12-3-12-10-101-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [6:0-5-1,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.45 0.86 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.26 -0.02 0.14 (loc) 5-6 5-6 4 5-6 l/defl >878 >325 n/a >599 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-95(LC 12), 2=-124(LC 12) Max Grav 3=216(LC 1), 2=414(LC 1), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 124 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss J7P Truss Type JACK-OPEN Qty 22 Ply 1 Job Reference (optional) T24283040 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-CMf8AU2lJ3DjDa3FBZLJnRL54wMTstSIPEkPCaz8?Kt Scale = 1:19.8 1 2 8 9 3 10 11 4 3x4 0-2-0 0-2-0 7-0-0 6-10-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.21 -0.01 (loc) 4-7 4-7 3 l/defl >245 >398 n/a L/d 240 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-107(LC 12), 2=-214(LC 12), 4=-75(LC 12) Max Grav 3=209(LC 1), 2=414(LC 1), 4=133(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 214 lb uplift at joint 2 and 75 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss JA Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24283041 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-gZDWOq3N4MLarkeRlGtYKeuM4Kp9bKiSeuTyk0z8?Ks Scale = 1:6.6 1 2 3 3x4 0-10-0 0-10-0 0-4-140-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-10-0, 3=0-10-0 Max Horz 1=37(LC 12) Max Uplift 3=-33(LC 12) Max Grav 1=23(LC 1), 3=23(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss KJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24283042 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-8lnubA3?rgTRTuCdJ_OnssQU9k4_Kh8btYDWGSz8?Kr Scale = 1:22.1 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 2x3 3x4 5-2-9 5-2-9 9-10-1 4-7-8 -1-10-10 1-10-10 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-130-4-12-10-123-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.32 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 0.01 0.02 (loc) 6-7 6-7 5 7-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=135(LC 8) Max Uplift 4=-75(LC 8), 2=-187(LC 8), 5=-88(LC 5) Max Grav 4=161(LC 1), 2=581(LC 1), 5=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1002/272 BOT CHORD 2-7=-309/927, 6-7=-309/927 WEBS 3-7=-26/279, 3-6=-986/329 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 4, 187 lb uplift at joint 2 and 88 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 59 lb up at 1-6-1, 67 lb down and 59 lb up at 1-6-1, 44 lb down and 51 lb up at 4-4-0, 44 lb down and 51 lb up at 4-4-0, and 127 lb down and 85 lb up at 7-1-15, and 127 lb down and 85 lb up at 7-1-15 on top chord, and 19 lb down and 45 lb up at 1-6-1, 19 lb down and 45 lb up at 1-6-1, 6 lb down and 37 lb up at 4-4-0, 6 lb down and 37 lb up at 4-4-0, and 47 lb down at 7-1-15, and 47 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 13=-91(F=-45, B=-45) 14=64(F=32, B=32) 15=-12(F=-6, B=-6) 16=-74(F=-37, B=-37) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss KJ8 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T24283043 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-cxLGpW4db_bI51nqshv0P3zge8Su3Brk5By3puz8?Kq Scale = 1:19.2 1 2 3 7 6 11 12 4 13 14 5 3x4 2x3 3x4 3x4 0-1-13 0-1-13 4-6-12 4-4-15 8-2-4 3-7-8 8-6-8 0-4-4 -1-10-10 1-10-10 4-6-12 4-6-12 8-6-8 3-11-12 0-4-12-10-43.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.22 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.01 (loc) 7-10 7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 6=0-11-5, 2=0-7-12. (lb) - Max Horz 2=122(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 4 except 5=-298(LC 1), 6=-443(LC 8), 2=-242(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 6=681(LC 1), 2=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-673/324 BOT CHORD 2-7=-352/616, 6-7=-352/616 WEBS 3-6=-661/378 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=298, 6=443, 2=242. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 59 lb up at 1-6-1, 67 lb down and 59 lb up at 1-6-1, 44 lb down and 51 lb up at 4-4-0, 44 lb down and 51 lb up at 4-4-0, and 78 lb down and 93 lb up at 7-1-15, and 81 lb down and 98 lb up at 7-1-15 on top chord, and 56 lb down and 45 lb up at 1-6-1, 56 lb down and 45 lb up at 1-6-1, 22 lb down and 3 lb up at 4-4-0, 22 lb down and 3 lb up at 4-4-0, and 45 lb down and 38 lb up at 7-1-15, and 51 lb down and 44 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 7=-12(F=-6, B=-6) 12=-90(F=-48, B=-42) 13=64(F=32, B=32) 14=-96(F=-51, B=-45) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss KJB Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24283044 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:36:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-ZKS1EC6t7br0KLxC_6xUUU216x5UX3i1ZVRAtnz8?Ko Scale = 1:22.1 1 2 3 4 9 8 7 13 14 15 5 16 17 18 6 3x4 5x6 5x6 3x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-8-8 3-8-8 6-6-7 2-9-15 9-10-1 3-3-10 -1-10-10 1-10-10 3-8-8 3-8-8 6-6-7 2-9-15 9-10-1 3-3-10 0-4-13-2-132-2-131-0-03.54 12 4.24 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.16 0.40 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.02 0.03 (loc) 8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=135(LC 8) Max Uplift 5=-46(LC 8), 2=-208(LC 8), 6=-107(LC 8) Max Grav 5=109(LC 1), 2=636(LC 1), 6=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1148/217, 3-4=-1440/326 BOT CHORD 2-9=-261/1077, 8-9=-265/1107, 7-8=-349/1265 WEBS 3-9=-328/105, 3-8=-119/310, 4-8=-81/570, 4-7=-1348/372 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=208, 6=107. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 9-10=-20, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 14=-43(F=-19, B=-24) 15=-94(F=-46, B=-48) 16=22(F=32) 18=-76(F=-37, B=-39) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss KJP Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T24283045 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:37:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-1W0PRX7VuvzsyVWPYqSj1ibAKLSKGVOBo9BjQDz8?Kn Scale = 1:21.4 1 2 3 7 6 11 12 13 4 14 15 16 5 3x4 2x3 3x4 3x4 0-1-13 0-1-13 5-2-9 5-0-12 9-10-1 4-7-8 -1-10-10 1-10-10 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.36 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 2=0-7-12 Max Horz 2=135(LC 8) Max Uplift 4=-83(LC 8), 5=-236(LC 5), 2=-296(LC 8) Max Grav 4=158(LC 1), 5=385(LC 1), 2=581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1007/508 BOT CHORD 2-7=-536/930, 6-7=-536/930 WEBS 3-7=-170/289, 3-6=-993/572 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=236, 2=296. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 59 lb up at 1-6-1, 67 lb down and 59 lb up at 1-6-1, 44 lb down and 51 lb up at 4-4-0, 44 lb down and 51 lb up at 4-4-0, and 78 lb down and 93 lb up at 7-1-15, and 78 lb down and 93 lb up at 7-1-15 on top chord, and 56 lb down and 45 lb up at 1-6-1, 56 lb down and 45 lb up at 1-6-1, 22 lb down and 3 lb up at 4-4-0, 22 lb down and 3 lb up at 4-4-0, and 49 lb down and 32 lb up at 7-1-15, and 49 lb down and 32 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 13=-77(F=-39, B=-39) 14=64(F=32, B=32) 15=-12(F=-6, B=-6) 16=-87(F=-44, B=-44) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss MV2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24283046 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:37:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-Vianet78fC6jZf5b5XzyZv8PQltm?2BK0pwGygz8?Km Scale = 1:6.9 1 2 3 3x4 2-0-0 2-0-0 0-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=19(LC 12) Max Uplift 1=-10(LC 12), 2=-22(LC 12) Max Grav 1=57(LC 1), 2=44(LC 1), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss MV4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24283047 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:37:02 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-zv89sD8mQWEaBpgnfFVB67gVp9ASkVRUFTgqU6z8?Kl Scale = 1:11.1 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=47(LC 12) Max Uplift 1=-24(LC 12), 3=-44(LC 12) Max Grav 1=141(LC 1), 3=141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss MV6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24283048 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:37:02 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-zv89sD8mQWEaBpgnfFVB67gM894lkVRUFTgqU6z8?Kl Scale = 1:15.7 1 2 3 4 5 3x4 3x4 3x4 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.94 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=78(LC 12) Max Uplift 1=-40(LC 12), 3=-72(LC 12) Max Grav 1=231(LC 1), 3=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 75921 Truss MV8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24283049 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 13:37:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4?ysdiZ3DjE9B7TEXLWYAFzZ0an-R5iY3Z9OBqMRpyFzDy0QeKDgeZVFTxFdU7PN0Yz8?Kk Scale = 1:20.1 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=108(LC 12) Max Uplift 4=-43(LC 12), 5=-126(LC 12) Max Grav 1=103(LC 1), 4=136(LC 1), 5=403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-313/312 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=126. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths